• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.85-88
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• 2008

이 연구의 목적은 전단저항 연결체를 갖는 프리캐스트 세그먼트 교각의 지진거동을 파악하는데 있다. 전단저항 연결체를 갖는 프리캐스트 세그먼트 교각 실험체에 일정 축하중 하에서 횡방향 반복하중을 가하는 준정적 실험을 수행하였다. 사용된 프로그램은 철근콘크리트 구조물의 해석을 위한 RCAHEST이다. 이 연구에서는 전단저항 연결체를 갖는 프리캐스트 세그먼트 교각의 지진거동의 파악을 위해 제안한 해석기법을 신뢰성 있는 실험결과와 비교하여 그 타당성을 검증하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2009년도 춘계학술대회 논문집
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• pp.1-5
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• 2009

Recently, as a method of green-development and reduction of carbon dioxide emission, increased interest has been focused on a railway. Furthermore, an intensive study has been processed on capabilities of maintenance activities, economic efficiency of maintenance on rail structure and a design of railway structure as well as the development of materials. The purpose of this paper is to develop a deteriorated model of PC Beam Bridge due to timely changes and maintenance activities. Typically, there is definite difference between maintained bridges and non-maintained bridges. As a result of proper maintenance activity, a life time of a structure can be enhanced. In this study, we will research and analyze structures with ongoing maintenance. We will also process same procedures on structures without maintenance. Therefore, we can establish the significant role in a conditional change of a structure. Based on a study, we accomplish the development of a condition-deteriorated model. To develop deteriorated model of PC Beam Bridge, We apply Marcov Theory and develop a transition probability to show the life time of bridge. This study will provide a great benefit to decision making for maintenance activities on the railway bridges for future.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.17-22
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• 2008

Construction project have extremely high risk in the process of construction owing to unexpected event, like as design amendment. As a result, owner have to endure enormous extra-cost to control the risk and continue to the project having more higher uncertainty. Also, if the structure is completed, it is needed that the structure is protected and maintained continuously during life cycle time to satisfying original aim of structure itself. LCC analysis to calculate cost of structure alternatives divides into two stage, one is design_LCC and the other is maintenace_LCC. But two stages all is needed in the transition deterioration model to calculate more reasonable LCC analysis. This paper developed the model using analysis of FMS contents and survey from professional about Prestressed concrete beam girder bridge(PC Beam bridge)in railway. The model is focused in project level of PC beam because any condition state information for element level analysis can not get up. This paper is intended to use the developed model in LCC analysis of PC Beam bridge in railway and constitute the foundation to perform more deep study in the near future.

• 전력전자학회논문지
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• 제26권5호
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• pp.372-375
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• 2021

A three-leg inverter-type isolated DC-DC Converter that can use 220 and 440 V grid input voltages is introduced. The secondary circuit structure of the proposed topology is center-tap, which is the same as the conventional phase-shifted full-bridge converter. However, the primary circuit structure is composed of a three-leg inverter structure and a transformer, in which two primary windings are connected in series. The proposed circuit structure has a wider input voltage range than the conventional phase-shifted full-bridge converter, and the circulating-current on the primary-side is reduced. In addition, the voltage stress at the secondary rectifier is greatly improved, and high efficiency can be achieved at a high input voltage by removing the snubber circuit added to the conventional converter. Prototype converters with input DC of 311 V, output of 622 V, and 50 V and 6 kW class specifications were designed and manufactured to verify the validity of the proposed topology; the experimental results are presented.

• 대한전자공학회논문지SD
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• 제48권3호
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• pp.18-24
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• 2011

본 논문에서는 double boss 구조의 저압용 압력 센서의 다이아프램 브리지 모서리에 홈을 형성함으로서 압력센서의 내압특성을 향상시킬 수 있음을 확인하였다. 저압용 실리콘 압력센서에서는 일반적으로 boss구조가 널리 사용되고 있으나 칩에서의 제한된 다이아프램의 사이즈와 두께로 인하여 좋은 감도를 얻을 수는 없다. 특히, double boss구조는 다이아프램의 브리지 모서리 응력이 크게 작용함에 따라서 크랙이 생겨 다이아프램의 파괴가 진행되어 센서의 감도는 우수하지만 동작영역의 범위가 줄어들어 신뢰성에 문제가 있다는 단점을 가진다. 기존 double boss구조 압력센서 다이아프램 브리지에 모서리 홈의 길이를 $0.5{\sim}10{\mu}m$로 변화시키며 ANSYS 시뮬레이션을 시행하여 다이아프램 브리지 모서리와 브리지의 가장자리 그리고 압저항 소자가 위치하는 곳의 최대응력을 확인하였다. 그 결과 브리지 모서리의 길이가 6${\mu}m$이상인 경우, 브리지 모서리에서 발생하는 응력은 압저항 소자에 작용하는 응력보다 적다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2011년도 추계 학술논문 발표대회
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• pp.241-242
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• 2011

The purpose of this study is for leaving the technical record of cultural heritage as analysis of material property mainly the structure steel used in modern domestic bridge. Result of this study, Structural Steel used in Modern Bridge Structures indicates different figuration and property with the times.

• Structural Engineering and Mechanics
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• 제20권1호
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• pp.111-121
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• 2005

The dynamic interaction of vehicle-bridge is studied by using transfer matrix method in this paper. The vehicle model is simplified as a spring-damping-mass system. By adopting the idea of Newmark-${\beta}$ method, the partial differential equation of structure vibration is transformed into a differential equation irrelevant to time. Then, this differential equation is solved by transfer matrix method. The prospective application of this method in real engineering is finally demonstrated by several examples.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2010년도 정기 학술대회
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• pp.238-241
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• 2010

This paper proposed an approach to integrate bridge condition assessment related information with a 3D bridge model to visualize bridge condition assessment information in the 3D bridge model. In this approach, bridge information model plays a centric role in the data access and realizes the integration of bridge initial design and historical bridge maintenance records. Behind the bridge information model is a rational database. After the system requirements for this approach, several IFC data model extensions are suggested.

• 한국BIM학회 논문집
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• 제8권4호
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• pp.34-40
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• 2018

As the number of aged bridges increases, the development of efficient bridge maintenance techniques is becoming more important. Particularly, there have been many studies on digital-twin models of bridges for maintenance and SHM (Structure Health Monitering). However, in order to use the digital-twin model for maintenance of the bridge, the model updating process that matches the structural response between the real bridge and the digital-twin bridge model must be done. This study presents a model updating method that adjusts bridge's stiffness and boundary condition with genetic algorithm (GA) using static displacements and verified proposed updating method through field test on PSC girder bridge. This study also proposes a conceptual idea to construct an efficient bridge maintenance system by applying the updated numerical analysis model to the digital-twin model.

• 화약ㆍ발파
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• 제36권1호
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• pp.20-33
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• 2018

국부손상 구조물은 내 외부에서 발생하는 비정상 하중에 의해 구조물 일부가 구조적 기능을 상실하여 재사용이 불가능한 구조물이다. 비정상 하중의 발생 원인으로는 자연재해와 인공재해로 대별되며 이러한 비정상 하중에 의해 발생한 국부손상 구조물은 추가적인 2차 붕괴의 위험요소들을 내재하고 있어 신속한 전면해체가 요구된다. 본 시공사례는 건설실패 및 태풍으로 피해를 입은 필리핀의 철골 트러스 구조의 교량에 대해 발파해체를 적용한 사례이다. 발파해체를 위해 성형폭약의 사용이 필요하나 현지에서 수급이 불가하여 장약용기를 제작한 후 용기 속에 에멀전계열 폭약을 충전하여 발파해체에 적용하였다. 발파해체 결과 교량의 중앙부가 수직 자유낙하하고, 교량 끝단이 지지부를 중심으로 회전하면서 자유낙하 하였다. 교각 및 주변에 피해가 발생하지 않았으며, 발파 후 철거대상부의 파쇄 상태는 매우 양호하였다.